[1] 雷祥义.黄土高原河谷阶地黄土地层结构模式[J].海洋地质与第四纪地质, 2006, 26 (2): 113~122.Lei Xiangyi.Models of loess stratigraphical structure on the terraces in the Loess Plateau of China.Marine Geology & Quaternary Geology, 2006, 26 (2): 113~122.[2] 李萍, 王秉纲,李同录.自然类比法在黄土路堑边坡设计中的应用研究[J].公路交通科技, 2009, 26 (2): 1~5.Li Ping, Wang Binggang, Li Tonglu.Study on analogism used in highway cutting loess slope design.Journal of Highway and Transportation Research and Development, 2009, 26 (2): 1~5.[3] 张茂省, 李林,唐亚明,等.基于风险理念的黄土滑坡调查与编图研究[J].工程地质学报, 2011, 19 (1): 43~51.Zhang Maosheng, Li Lin, Tang Yaming, et al.Risk management based landslide investigation and mapping in loess area.Journal of Engineering Geology, 2011, 19 (1): 43~51.[4] 陈春利, 邢鲜丽,李萍,等.甘肃黑方台黄土边坡稳定性的可靠度分析[J].工程地质学报, 2011, 19 (4): 550~554.Chen Chunli, Xing Xianli, Li Ping, et al.Analysis on loess slope stability of Heifangtai, Gansu province.Journal of Engineering Geology, 2011, 19 (4): 550~554.[5] 李萍, 赵纪飞,李同录.山西乡宁—吉县地区黄土高边坡可靠度研究[J].地球科学与环境学报, 2012, 34 (2): 81~89.Li Ping, Zhao Jifei, Li Tonglu.Study on reliability for loess high slopes in Xiangning-Jixian area of Shanxi province.Journal of Earth Sciences and Environment, 2012, 34 (2): 81~89.[6] 邓钟敏, 徐世光,郭婷婷.边坡稳定性分析评价方法综述[J].矿业工程, 2010, 8 (1): 14~16.Deng Zhongmin, Xu Shiguang, Guo Tingting.Summary of analysis & assessment methods of slope stability.Mining Engineering, 2010, 8 (1): 14~16.[7] 宋云连, 汲敏,李树军.高边坡结构可靠度的二次处理有限元分析[J].工程地质学报, 2008, 16 (4): 522~527.Song Yunlian, Ji Min, Li Shujun.Finite element method based reliability analysis for stability of high slope structure.Journal of Engineering Geology, 2008, 16 (4): 522~527.[8] 谭晓慧, 王建国.边坡的弹塑性有限元可靠度分析[J].岩土工程学报, 2007, 29 (1): 44~50.Tan Xiaohui, Wang Jianguo.Slope reliability analysis using elasto-plastic finite element method.Chinese Journal of Geotechnical Engineering, 2007, 29 (1): 44~50.[9] John T Christian,Gregory B Baecher.The point-estimate method with large numbers of variables[J].International Journal for Numerical and Analytical Methods in Geomechanics, 2002, 26: 1515~1529.[10] 高德彬, 倪万魁,梁伟.基于Monte-Carlo模拟的公路黄土高边坡可靠性研究[J].公路交通科技, 2005, 22 (9): 66~68.Gao Debin, Ni Wankui, Liang Wei.Reliability analysis on highway loess slope stability based on Monte-Carlo method.Journal of Highway and Transportation Research and Development, 2005, 22 (9): 66~68.[11] T50283-1999.公路工程结构可靠度设计统一标准[S].北京:中国计划出版社, 1999.T50283-1999.Unified Standard for Reliability Design of Highway Engineering Structures.Beijing: China Planning Press, 1999.[12] GB50068-2001.建筑结构可靠度设计统一标准[S].北京:中国建筑工业出版社, 2001.GB50068-2001.Unified Standard for Reliability Design of Building Structures.Beijing: China Architecture & Building Press, 2001.[13] 郭建涛.河南—山西西部地区黄土边坡可靠度研究[D].西安:长安大学, 2012.Guo Jiantao.Reliability Applied to Loess Slope Stability Analysis in West Henan-Shanxi Area.Xi'an:Chang'an University, 2012.[14] 李萍, 王秉纲,李同录,等.陕西地区黄土路堑高边坡可靠度研究[J].中国公路学报, 2009, 22 (6): 18~24.Li Ping, Wang Binggang, Li Tonglu, et al.Study on the reliability for the highway cutting loess slopes in Shaan'xi province.China Journal of Highway and Transport, 2009, 22 (6): 18~24.[15] 李萍, 王宁,高德彬,等.山西河南西部地区黄土高边坡可靠度分析[J].西安建筑科技大学学报(自然科学版), 2013, 45 (4): 574~581.Li Ping, Wang Ning, Gao Debin, et al.Analysis on the reliability of the loess slopes in West Shanxi and Henan provinces.Journal of Xi'an University of Architecture & Technology(Natural Science Edition), 2013, 45 (4): 574~581.[16] 李萍, 黄丽娟,李振江,等.甘肃黄土高边坡可靠度研究[J].岩土力学, 2013, 34 (3): 811~817.Li Ping, Huang Lijuan, Li Zhenjiang, et al.Study of reliability for loess high slopes in Gansu area.Rock and Soil Mechanics, 2013, 34 (3): 811~817.[17] 张常亮, 李萍,陶福平,等.黄土强度指标对边坡稳定性的影响研究[J].公路交通科技, 2011, 28 (3): 20~24.Zhang Changliang, Li Ping, Tao Fuping, et al.Research of effect of strength index on loess slope stability.Journal of Highway and Transportation Research and Development, 2011, 28 (3): 20~24.[18] JTG D30-2004.公路路基设计规范[S].北京:人民交通出版社, 2004.JTG D30-2004.Specifications for Design of Highway Subgrades.Beijing: China Communications Press, 2004.
|